Schmitt v. Northern Improvement Company

115 N.W.2d 713, 1962 N.D. LEXIS 78
CourtNorth Dakota Supreme Court
DecidedJune 11, 1962
Docket7985
StatusPublished
Cited by13 cases

This text of 115 N.W.2d 713 (Schmitt v. Northern Improvement Company) is published on Counsel Stack Legal Research, covering North Dakota Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Schmitt v. Northern Improvement Company, 115 N.W.2d 713, 1962 N.D. LEXIS 78 (N.D. 1962).

Opinion

TEIGEN, Judge.

Henry H. and Sophia Schmitt, Harry L. and Ann Kent, and Harry S. and Al-bina R. Stevens, joined in one action as plaintiffs asserting the right to relief severally upon a claimed right arising out of the same occurrence against the defendant, Northern Improvement Company. The action was instituted to recover damages to the plaintiffs’ respective homes alleged to have been caused by the negligent breaking of street pavement adjacent to their respective lots. The case was tried to a jury and separate verdicts were returned in favor of the plaintiffs in the amounts of $2,-160 for the Schmitts, $2,550 for the Kents and $2,870 for the Stevenses. Judgment was entered accordingly.

During the course of the trial, the defendant moved for a dismissal of the action and for a directed verdict in favor of the defendant upon the grounds that the plaintiffs had wholly failed to prove negligence and that there was no proof that the alleged operations of the defendant were a proximate cause of damage, if any, sustained by the plaintiffs. The motions were denied. After the verdicts, the defendant moved for judgment non obstante or, in the alternative, for a new trial. This motion was denied and the defendant has appealed from the order denying the motion and from the judgment.

The specifications of error relate first, to the sufficiency of the evidence; second, to the court’s refusal to permit the jury to view the premises; and third, to the rejection of evidence. We shall first consider the first specification that the verdict is contrary to the evidence.

In the spring of 1959, the defendant began work pursuant to a contract with the North Dakota State Highway Department to relocate U. S. Highway #10 from Washington Street west to Memorial Bridge in the City of Bismarck, North Dakota. The work required the removal of about 700 feet of old concrete highway located 95 feet to 132 feet behind the homes of the plaintiffs. It also required the driving of piling to support the new roadbed in the same area. The old concrete highway was broken by the use of a headache ball (a 2,200 pound weight) which was alternately hoisted and dropped by a crane on the old pavement breaking the concrete into pieces for easy removal. The piling was driven by a 3,800 pound weight alternately hoisted and dropped by a crane within a guide liner on to the ends of the pile. Both operations caused vibrations or shock waves. Each of the plaintiffs testified that they observed these operations from windows in their homes or from the back of their yards. They all testified they felt severe vibrations when the headache ball was dropped on the concrete pavement. The vibrations caused dishes to rattle in the cupboards, refrigerators and on stoves, and pictures to turn on the wall. They testified they could feel the vibrations and that cracks developed in the plaster, the outside stucco and the foundations of their homes. The concrete floor in the corner of a basement settled and the outside steps of a house gave away. Doors in some cases started to bind and had to be trimmed. All of the plaintiffs testified the vibrations from the dropping of the headache ball were severe but that the vibrations from the pile driving operation were either slight or were not felt at all. All of the plaintiffs clearly dis *717 tinguished the two types of operation in plain, understandable laymen’s language.

The old concrete highway was broken and removed in a period of two or three days with the headache ball being used half days, whereas the pile driving operation consumed about ten days. The trial was held more than two years after the work was completed. The plaintiffs were not in agreement as to the length of time the damaging operation was in effect, nor were they clear or consistent as to the month or the period of the month in which the work was done, but their testimony as to the damages and the feeling of the vibrations relate to the time when the work with the headache ball was actually done and no other time.

Shortly after the demolition work commenced, defendant’s superintendent, who was directing the work, received complaint of vibrations in the vicinity of the plaintiffs’ homes. He went to complainant’s home located between the homes of two of the plaintiffs and made an investigation. He testified he felt slight vibrations when the headache ball was dropped on to the pavement. A vice president and director of the defendant company testified he received complaints to the same effect, which emanated from the same home. The use of the headache ball was nevertheless continued. It was dropped on to the pavement about once every ten seconds from a height of about ten feet, except when the crane was moved, and would shatter about 36 square feet of pavement with each drop of the ball.

The project engineer for the State highway department testified there were several ways in which concrete of this type could be broken, such as the use of a hydra-hammer or a jackhammer, but the fastest and cheapest way was the use of the headache ball. One difference between the use of the headache ball and the pile driver in its effect upon the surrounding area is the manner in which the energy is consumed. He testified the blow to the pile would have a confined effect for the reason that much of the energy transmitted to the piling is lost in friction as the piling goes through the ground and less energy is distributed in the form of shock waves through the ground; that piling is a yielding object and the jarring effect is less than from a similar blow upon a nonyielding object. He classified pavement as a nonyielding object. In the use of the jackhammer there is less jarring than in the use of the headache ball but it is most commonly used in small areas as a pavement breaker.

The project engineer also testified that previous to the commencement of the pavement breaking operations, tests were made to determine the nature of the underground formations and it was determined that there existed a noticeable gully which centers on the park and swimming pool area located east of the row of houses in which the plaintiffs’ houses are located; that the vein of sand continued across the project area and because of it piling was necessary to support the retaining walls of the new highway. This fine sand was water bearing and this type of underground formation, he testified, would cause shock waves to be transmitted quite readily. The defendant company had knowledge of this underground formation. It necessitated the driving of the piling.

The project engineer for the State highway department accompanied the defendant’s superintendent in the examination of the home of the complainant. He also testified vibrations could be felt in the home when the headache ball was dropped on to the pavement and that it caused the cap of a sink attached to the basement wall to rattle. He testified the complaint was received when the work was somewhat less than one-half finished but more than one-fourth finished.

The defendant’s contract with the State highway department by a subsequent change order provided for the driving of test piling. It also appears a second change order, also made a part of the contract, *718 must have been entered into for the purpose of driving the balance of the piling. Specifications of the State highway department provided the manner in which the pilings were to he driven.

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Bluebook (online)
115 N.W.2d 713, 1962 N.D. LEXIS 78, Counsel Stack Legal Research, https://law.counselstack.com/opinion/schmitt-v-northern-improvement-company-nd-1962.